Water Quality in the Pirita River, a Raw Water Source for Tallinn

Total Page:16

File Type:pdf, Size:1020Kb

Water Quality in the Pirita River, a Raw Water Source for Tallinn Proc. Estonian Acad. Sci. Biol. Ecol., 2001, 50, 4, 269–278 WATER QUALITY IN THE PIRITA RIVER, A RAW WATER SOURCE FOR TALLINN Rein RANNAMÄEa and Ingeborg VELDREb a Health Protection Service of Harjumaa and Tallinn, Narva mnt. 48, 10150 Tallinn, Estonia b Institute of Experimental and Clinical Medicine, Hiiu 42, 11619 Tallinn, Estonia Received 2 March 2001, in revised form 11 June 2001 Abstract. The quality of the water of the Pirita River was evaluated on the ground of organo- leptical, chemical, and microbiological analyses. Background values of some water quality indicators in the Pirita River were often higher than in the Pirita–Ülemiste Canal. The oxygen regime in the river was favourable ensuring the required conditions for self-purification. The BOD7/PC ratio of the river water was low, which shows that natural biochemically stable substances dominate in the water. Phenols in the river water were of vegetable origin. The concentrations of oil products and detergents in the river water were at the level of the sensitivity of the relevant determination methods. From the point of view of environmental health the raw water of the Pirita River is safe to be directed into the distribution system of the Tallinn Water Treatment Plant. Key words: river water, raw water, water quality, drinking water. The water supply of the city of Tallinn is based on surface and ground water with 91% of the water consumption satisfied by surface water. The average water consumption of an inhabitant of Tallinn was 120.3 L/day in 1999 and 133 L/day in 2000. The system of surface water supply of Tallinn includes the drainage basins of the upper reaches of the Pirita, Jägala, Soodla, and Pärnu rivers, the reservoirs on these rivers (Soodla, Paunküla, and Vaskjala), and also lakes Ülemiste and Raku (Fig. 1). The drainage basin of Pirita–Ülemiste covers about a third of the territory of Harju County, which raises additional requirements to the environmental protection of that region. The surface water is collected in Vaskjala Reservoir behind the dam of the Vaskjala hydroelectric power station. Further, the water moves through the Pirita–Ülemiste Canal to the treatment plant, situated on the north shore of Lake Ülemiste. The quality of the treated water must satisfy the general requirements of the Estonian drinking water standard (Eesti Standard, 1995). The higher the quality of the raw water entering 269 Surface water sources Tallinn. Res – of water reservoir. Surface Fig. 1. 270 the system, the higher is the quality of treated water and the lower are the costs of the treatment process to achieve a high quality of water. In addition to making the treatment process more expensive, low quality of raw water may cause problems in supplying the city with high quality water. The quality of drinking water, as well as the surface water sources of Tallinn, is investigated periodically. However, the quality of water in the Pirita River basin has not been thoroughly studied after 1994. Since then the amounts of agricultural waste products have diminished, but technical services and working regimes of sewage purification systems have deteriorated and therefore the effectiveness of the systems has decreased. The motivations for studying the quality of raw water in the Pirita River were the following: – The low quality of raw water demands additional quantities of coagulants for the treatment process; – The condition of water pipes is deteriorating and the velocity of water flow is decreasing. Water consumption has fallen and the water stays in the pipes for a long time; – The increasing doses of coagulants activate corrosion in the water pipes when two-valent iron is oxidizing into three-valent iron, which is then deposited in sediments. The colour and turbidity of water are rising; – Complaints of consumers are becoming more frequent. In our study we were interested in the quality of the water of the Pirita River, particularly as concerns its colour, concentration of nitrogen compounds, and content of organic substances. These indicators make it possible to evaluate the anthropogenic pollution with sewage as well as the influence of natural processes on the quality of river water. The aim of our study was to evaluate the quality of raw water and, if necessary, suggest improvements. MATERIAL AND METHODS The study was carried out from May to September 1999 and in April 2000. In 1999 water samples were taken five times (once each month) and in April 2000, three times. The water samples were taken from Paunküla Reservoir (site I) to Vaskjala Reservoir (site VII), and from the Pirita–Ülemiste Canal (site VIII) (Fig. 2). Although analysis of water from sites II–VI revealed some changes in the river water quality, it is most important to evaluate its quality when it enters Lake Ülemiste. Comparison of sites I, VII, and VIII makes it possible to estimate changes in the water quality from the background data in the Pirita River to Lake Ülemiste. The necessary amount of water for analyses was taken from the Pirita River and the Pirita–Ülemiste Canal in the current at a depth of 20–30 cm from the water surface by a skilled person. The water samples were analysed at a scheduled time, after which they were not preserved. 271 The Pirita River with sampling sites. sites. sampling with Pirita River The Fig. 2. 272 In all water samples organoleptical, chemical, and microbiological parameters were studied. All the tests were chosen according to the Estonian drinking water standard (Eesti Standard, 1995). Colour, odour, and transparency were tested organoleptically. Chemical analyses were used to assess the pH value, soluble –1 oxygen, permanganate consumption (in mg O2 L KMnO4), biochemical oxygen demand (BOD7), ammonia, nitrites, and nitrates. Microbiological tests were applied to detect coliform bacteria, thermotolerant coliform bacteria, and heterotrophic bacteria. All the organoleptical and chemical analyses were carried out in the Central Chemical Laboratory and the microbiological analyses in the Central Micro- biological Laboratory of the Health Protection Inspectorate in accordance with the analytical methods of ISO (International Organisation for Standardisation) standards accepted in Estonia. Concentrations of oil products and phenols were analysed in the Estonian Central Laboratory of Environmental Investigations. Oil products were extracted from water with n-pentane and analysed gas chromatographically. Their concentration was determined on a Japanese spectrofluorometer RF-540 Shimadzu at a synchronized scanning regime. The sum of oil products includes non- or little polarized hydrocarbons – aliphatic, acyclic, and aromatic hydrocarbons, which are soluble in n-pentane and represent the main part of oil products. High performance liquid chromatography was applied for the determination of one-basic (volatile) and two-basic (non- volatile) phenols in water. The presence and quantity of detergents were determined by the extraction– colorimetric method with methylene blue. The sensitivity of the method was 0.05–0.1 mg L–1. RESULTS AND DISCUSSION The chlorination process, usually applied to disinfect drinking water, is accompanied by formation of trihalomethanes (THMs), mainly chloroform. THMs are dangerous to humans: IARC qualifies chloroform as a possible carcinogen for humans of group 2B (WHO, 1987). THMs are formed by chemical interaction between chlorine and natural organic materials in water (Vogt & Regli, 1981). The precursors of chloroform remain largely unknown, but humic and fulvic acids are considered to be major precursors (Bedding et al., 1983). Analysis of chloroform was not included in our study because concentrations of THMs in Lake Ülemiste have been formerly investigated (Tammepuu, 1992). The chloroform content in the water of Lake Ülemiste was found to be far below the permissible level, the samples of chlorinated water containing from 11.8 to 97.8 J L–1 of chloroform. Studying different stages of water treatment processes Tammepuu found that the concentration of chloroform depends on the character of raw water, treatment technology, and methods of chlorination. The doses of 273 chlorine as well as the time of contact are important. The chloroform concentrations in drinking water varied in different seasons. The highest concentrations were found in summer – about 2–3 times higher than the permissible level of THMs at that time, which was 30 J L–1 till 1993. In 1993 WHO recommended 200 J/–1 as permissible level for chloroform. Since 1997, when the Tallinn Water Treatment Plant introduced ozonation, the consumption of chlorine has fallen to 20% from the former level and is presently only 1.5 g m–3. The transparency of river water was in all samples above 30 cm. The back- ground colour of water at site I was due to the presence of organic compounds extremely high, reaching 270°. During our study it was still increasing. The intensive colour of river water is caused by high concentrations of humic sub- stances originating from the drainage basin. Soluble organic substances enter the river water mainly from the marshland and forests at the lower reaches of the river. Most organic substances, formed from remains of plants on the surface of water, are washed into deeper layers of soil or into water during autumn rains. The remainder stays in the frozen soil and is washed into the river during the spring high water after the melting of snow and frozen soil. The pH value of the river water at Paunküla and Vaskjala reservoirs and in the Pirita–Ülemiste Canal
Recommended publications
  • 2018 PSK Kalender
    Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon Tue Wed JAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 29er MM, HKG Miami MK, USA DN, IO EKV I etapp DN, IO EKV II etapp FEB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 DN juunioride & Ice-Optimist MM & EM Monotüüp-XV EM DN, IO Eesti MV MAR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 DN MM & EM, EST Finn EM, ESP Salou treeninglaager , ESP DN, IO EKV IV etapp DN, IO Saadjärve GP APR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Laser 4.7 EM, GRE Laser Radial JEM, HUN RS Feva MM, USA Trofeo S.A.R. Princesa Sofia, ESP Techno293+ EM, ITA Palermo MAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Laser Radial & Laser Standard EM, FRA 470 EM, BUL Medemblik Regatta, NED JUN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Melges 24 MM, CAN Vanalinna päevad Grillfest Laser Radial meeste MM, GER WC Final, Marseille FRA Kieler Woche, GER PPN LR,LS NP,Surf JUL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 WS Youth Worlds, Corpus Christi, USA Laser Radial naiste & Laser Standard U21 MM, POL Zoom8 MM, FIN F18 EM, ESP Laser 4.7 MM, POL 470 JEM, POR 29er JMM, USA RS:X JMM, FRA Offshore MM, NED Spinnaker Muhu Väina regatt EJL90 TR,Feva,29er,49er HK,Feva,29er,49er Tallinna Merepäevad AUG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 OM-klasside MM, DEN RS:X EM & JEM, POL Noorte PMV, SWE RS Feva EM, GBR Laser Radial JMM, GER 29er EM, FIN Laser Radial naiste & Laser Standard U21 EM, SWE Melges 24 EM, ITA
    [Show full text]
  • 27 Nov 2009 IHR Portslist0001.Mdi
    IHR Authorized Ports List List of ports and other information submitted by the States Parties concerning ports authorized to issue Ship Sanitation Certificates under the International Health Regulations (2005) All States Parties to the International Health Regulations (2005) (IHR (2005)) are required to send to the World Health Organization (WHO) a list of all ports authorized by the State Party (including authorized ports in all of its applicable administrative areas and territories) to issue the following Ship Sanitation Certificates (SSC): - Ship Sanitation Control Certificates only (SSCC) and the provisions of the services referred to in Annex 1 and 3 - Ship Sanitation Control Exemption Certificates (SSCEC) only - Extensions to the SSC This list of authorized ports and other information is comprised of information submitted by the States Parties to WHO; WHO publishes this information in accordance with the requirements of the IHR (2005). This list will be updated by WHO as additional information is received from the States Parties. For further information on SSC please see: http://www.who.int/csr/ihr/travel/TechnAdvSSC.pdf Sources of codes and port location information. This listing utilizes information from the UN/LOCODE (United Nations Code for Trade and Transport Locations), published by UNECE (United Nations Economic Commission for Europe), as further modified by WHO. These UNLOCODE publications include ISO (International Organization for Standardization) codes and port location information. Notices. The designations employed and the presentation of material in this document, or in the underlying UN/LOCODE or ISO information sources, do not imply the expression of any opinion whatsoever on the part of WHO concerning the legal status of any country, territory, city, area or location or of its authorities, or concerning the delimitation of its frontiers or borders.
    [Show full text]
  • Results of the 4 Quarter of 2020
    AS Tallinna Vesi Results of the 4th quarter of 2020 Karl Heino Brookes CEO, Member of the Management Board Kristi Ojakäär CFO, Member of the Management Board 2020 was an exceptional year • Covid19 caused a lot of changes in work arrangements for safety • Consumption has increased in private customer segment, but decreased in corporate segment • Due to the reduced tariffs applicable since the end of 2019 and influence of virus restrictions, the Company's revenues and profits in 2020 were lower in comparison with 2019 • Number of new network connections has remained stable • According to external forecasts, the impact of the COVID-19 pandemic will gradually start to reverse in 2021 as the vaccine is implemented • Despite COVID-19, Tallinna Vesi had a good year in terms of many parameters, including improving operational results and executing large-scale construction projects Significant increase in investments Total investments in 2020: €15.56 mln (€8.8 mln in 2019) Paljassaare WWTP Large-scale network projects: • The reconstruction of the mechanical treatment stage at Paljassaare wastewater treatment (the biggest recent investments, €7.6 mln 2019-2022) • Reconstruction of the water pipe at Punane Str supplying residents in Lasnamäe and Maardu • Renewing part of the water pipe on Järvevana Rd Watercom’s jetwash truck • Investment into new technology and telemetry in pumping stations in Pirita-Kose and Northern Tallinn. • Reconstructin of large collector at Kadaka Blvd Operational results 99,50% 99,00% 99,71% 99,04% 14,30% 12,30% 12,42%
    [Show full text]
  • MONALISA 2, Activity 2: Main Deliverable Document Template
    Document No: STM_ID5.3.4. Title: STM Validation Use Cases Results (final information report from test beds) Date: 2019-06-30 DOCUMENT STATUS Authors Name Organisation Lucía Calabria Tasa Fundación Valenciaport Jorge Lara López Fundación Valenciaport Jose Andrés Giménez Maldonado Fundación Valenciaport Jordi Arjona Aroca Fundación Valenciaport Núria Alonso I García Fundación Valenciaport Review Name Organisation Approval Name Organisation Signature Date Document History Version Date Status Initials Description TEN-T PROJECT NO: 2014-EU-TM-0206-S The sole responsibility of this publication lies with the author. The European Union is not responsible for any use that may be made of the information contained therein. STM VALIDATION 5.3.4 – STM VALIDATION USE CASES 1 ANALYSIS Table of contents 1 ABSTRACT .................................................................................................................... 5 2 INITIAL PROJECT HYPOTHESES VALIDATION .......................................................... 5 3 USE CASES STUDY METHODOLOGY ......................................................................... 7 1.1 Selection of Use Cases ........................................................................................... 7 1.1.1 STM Fleet ........................................................................................................ 7 1.1.2 Use Cases and ships selection criteria ............................................................11 1.1.3 Use Case specific motivations .........................................................................12
    [Show full text]
  • City Break 100 Free Offers & Discounts for Exploring Tallinn!
    City Break 100 free offers & discounts for exploring Tallinn! Tallinn Card is your all-in-one ticket to the very best the city has to offer. Accepted in 100 locations, the card presents a simple, cost-effective way to explore Tallinn on your own, choosing the sights that interest you most. Tips to save money with Tallinn Card Sample visits with Normal 48 h 48 h Tallinn Card Adult Tallinn Price Card 48-hour Tallinn Card - €32 FREE 1st Day • Admission to 40 top city attractions, including: Sightseeing tour € 20 € 0 – Museums Seaplane Harbour (Lennusadam) € 10 € 0 – Churches, towers and town wall – Tallinn Zoo and Tallinn Botanic Garden Kiek in de Kök and Bastion Tunnels € 8,30 € 0 – Tallinn TV Tower and Seaplane Harbour National Opera Estonia -15% € 18 € 15,30 (Lennusadam) • Unlimited use of public transport 2nd Day • One city sightseeing tour of your choice Tallinn TV Tower € 7 € 0 • Ice skating in Old Town • Bicycle and boat rental Estonian Open Air Museum with free audioguide € 15,59 € 0 • Bowling or billiards Tallinn Zoo € 5,80 € 0 • Entrance to one of Tallinn’s most popular Public transport (Day card) € 3 € 0 nightclubs • All-inclusive guidebook with city maps Bowling € 18 € 0 Total cost € 105,69 € 47,30 DISCOUNTS ON *Additional discounts in restaurants, cafés and shops plus 130-page Tallinn Card guidebook • Sightseeing tours in Tallinn and on Tallinn Bay • Day trips to Lahemaa National Park, The Tallinn Card is sold at: the Tallinn Tourist Information Centre Naissaare and Prangli islands (Niguliste 2), hotels, the airport, the railway station, on Tallinn-Moscow • Food and drink in restaurants, bars and cafés and Tallinn-St.
    [Show full text]
  • Hovering Craft & Hydrofoil Magazine October 1964 Volume 4 Number 1
    ''ERING CRAFT THE INTER. .i CUSHION VEHICLES AND HYDROFOILS SPECIAL RUSSIA N ISSUE iber 1 KALERGHI PUBLICATIONS OCTOBER 1964 HOVERING CRAFT & HYDROFOIL FOUNDED OCTOBER 1961 An artist's impression of the Viekers VA-4 at m Jerry quay. first Hovering Craft IL Hydrofoil Monthly in the World For fitrthcr dctuils see page 4 of this issrtc HYDROFOILS AND ACVs IN THE USSR A stafeincnt for Hovering Craft and Hydrofoil's Special Russian issue by Engineer Vladitnir I. Kiryushin, Second Secretary of the Department of Science and Technology at the USSR Et7zbassy in London N recent years many countries have been devoting great completed this year. intended for Sast passenger service between attention to the building of hydrofoils and air - cushion towns. Vessels of this type seem likely to prove uscful to I replace, or to supplement, the hydrol'oil vessels which are now vehicles, among these being the USSR, where scientific research running regular services on many of the great rivers of and constructional work is going on in these fields. The survey Siberia, such as the Ob', the Yenisyey, the Lyena and others, which appears in this issue of Hovering Craft K. Hydrofoil is as they would enable passenger transport services to be based on articles which have been published in various Soviet maintained throughout the year, i.e. even when the rivers newspapers and technical journals, and gives some idea of the are ice-bound. It is particularly noteworthy, moreover, that actual work on methods of calculation and construction of air-cushion vehicles are very useful as a means of transport in new types of hydrofoils and ACVs which has been carried those parts of the USSR which have only recently been out in the USSR.
    [Show full text]
  • BONUS+ Project Balticway the Potential of Currents for Environmental Management of the Baltic Sea Maritime Industry (2009–2011) Executive Summary
    BalticWay Final Report (2009–2011) Annual Report 3 (Jan – Dec 2011) BONUS+ Project BalticWay The Potential of Currents for Environmental Management of the Baltic Sea Maritime Industry Final Report 2009–2011 Annual Report 3: January– December 2011 Page 1 of 74 BalticWay Final Report (2009–2011) Annual Report 3 (Jan – Dec 2011) Table of Contents Executive Summary........................................................................................................................ 3 Project years: Synopsis and highlights ....................................................................................... 6 Scientific Results ............................................................................................................................ 8 Work Package 1 – Forcing and boundary data: ICR .................................................................. 8 Work Package 2 – Circulation modelling in the target areas: SMHI ....................................... 10 Work Package 3 – Particle trajectory and oil spill modelling: MISU ...................................... 12 Work Package 4 – Synthesis: Identification of areas of reduced risk: IFM-GEOMAR........... 14 Work Package 5 – Validation experiments: SYKE .................................................................. 17 Work Package 6 – Risk analysis and mathematics of inverse problems: IoC .......................... 19 Work Package 7 – Applications: DMI...................................................................................... 22 Work Package 8 – Management and
    [Show full text]
  • Tallinn Annual Report 2014
    Tallinn annual report 2014 Tallinn annual report 2014 CONTENTS 9PAGE 12PAGE 24PAGE 26PAGE FOREWORD BY THE MAYOR TALLINN - TALLINN HAS A TALLINN AND ITS DIVERSE THE CAPITAL OF THE PRODUCTIVE ECONOMY ARRAY OF ACTIVITIES AND REPUBLIC OF ESTONIA EXPERIENCES 30PAGE 37PAGE EDUCATED, SKILLED, AND TALLINN RESIDENT CARED Tallinn OPEN TALLINN FOR, PROTECTED, AND annual report annual HELPED - SAFE TALLINN 2014 42PAGE TALLINN AS A COSY, Facts 13 Education 31 City transport and 43 INSPIRING, AND ENVIRON- Population 14 Sports 34 road safety MENTALLY SUSTAINABLE Economy 15 Youth work 36 Landscaping and 45 CITY SPACE Managing the city 18 Social welfare 38 property maintenance Safety 40 City economy 47 Health 41 City planning 48 Water and sewerage 49 PAGE Environmental 50 54 protection Income 55 OVERVIEW OF BUDGET Operating costs 56 IMPLEMENTATION OF Investment activity 58 TALLINN CITY IN 2014 Financing activities 59 and cash flow PAGE PAGE 8 9 LINNAELU ARENG FOREWORDLINNAELU BY ARENGTHE MAYOR VALDKONNITI VALDKONNITI In their dreams and wishes, people must move faster than life dictates because this is when we desire to go on and only then we shall one day have the chance to ensure that something has been completed again. Tallinn is accustomed to setting tion of the Haabersti intersection in proven itself to be a stable city and big goals for itself - taking responsi- cooperation with the private sector. shelter for many people who would bility for ensuring that its residents Concurrently with the construction have otherwise been forced to search receive high quality services and of new tram tracks, the section of abroad for jobs.
    [Show full text]
  • AEGNA MARATON VÕISTLUSTEADE (Nor)
    AEGNA MARATON VÕISTLUSTEADE (NoR) 20.juuli 2019, Pirita, Tallinn. Korraldav kogu: Windfire OÜ koostöös Eesti Purjelaualiiduga. 1. REEGLID 1.1. Võistlused peetakse alljärgnevate reeglite ja juhiste alusel: 1.1.1. Purjetamise Võistlusreeglid 2017-2020 1.1.2. Käesolev võistlusteade 1.1.3. Peakohtuniku otsused 1.2. Võistluste korraldus lähtub headest surfitraditsioonidest. 2. VÕISTLUSKLASSID JA ARVESTUSED 2.1. Aegna, ehk pikk distants: Üldarvestus - osalevad kõik klassid (purjelaud, purjelaua foil, lohe, lohe foil, katamaraan, SUP klass, optimist); Purjelaud klassi vanuse- ja eriarvestused: § Üldarvestus § Naised § Veteran (üle 55) – sünd.1963 või varem. § Juunior U17 – sünd. 2003 või hiljem. • Üld • Tüdrukud § Purjelaud funboard kuni 140L (k.a) Lohe - osalevad lohe klassid (k.a.lohe foil klass) § Üldarvestus SUP - osalevad aerulauad • Üldarvestus • Naised Tiimiarvestus – osalevad osavõtuavaldusel märgitud klubid või tiimid. (liidetakse tiimi 3 parima võistleja kohapunktid) 2.2. Kuulimuna, ehk lühike distants: Purjelaud • Üldarvestus • Naised • PRO KID U13 - sünd. 2007 või hiljem SUP harrastajad – osalevad SUP harrastajad klassi, kuni 12’2“, aerulauad. • Üldarvestus • Naised Optimist • Üldarvestus 2.3. Vanim ja noorim osavõtja – osalevad Aegna ja Kuulimuna distantsi võistlejad. 3. REGISTREERIMINE JA OSAVÕTUTASUD 3.1. Võistlustele eelregistreerimine toimub interneti aadressil - https://forms.gle/A31h5L1TgukQgFZA9, mis on avatud kuni reede, 19.juuli, kella 20:00-ni. 3.2. Eelregistreerimisega võtab vormi täitja kohustuse tasuda korraldajale Aegna Maratoni osavõtutasu. 3.3. Osavõtutasud võistleja kohta on alljärgnevad: Noored (U17) 15 € Veteran (üle 55) 15 € EPL liikmed 20 € EPL Mitteliikmed 30 € 3.4. Võistlustele registreermine võistluspaigas, ehk 20. juulil on lisatasu eest +15 €. 3.5. Võistlustel osalemiseks peab võistleja registreerima 20. juuli hommikul regatibüroos oma kohaloleku ning tasuma osavõtutasu. Regatibüroo asub Pirita Surfiklubis.
    [Show full text]
  • Soo Opperadaa5 Ingl1.FH8
    KLOOSTRIMETSA PEATLAND STUDY TRAIL Kloostrimetsa peatland study trail Texts: Eeva Jeletsky, Üllar Rammul Photos: Tarmo Niitla (1 20), Olev Abner (21) Prepared, edited and designed by: Eeva Jeletsky Print: OÜ Digimap Translation: Wiedemanni Translation Service ISBN 978-9985-9777-7-4 The publication of this booklet was sponsored by the Environmental Investment Centre © Tallinn Botanic Garden 2012 Tallinn 2012 Table of contents Map of the peatland trail Estonian Mires POINT 1 Kloostrimetsa Peatland I Development and Flora Peat POINT 2 Kloostrimetsa Peatland II Fauna Development and Classification of Bogs POINT 3 Kloostrimetsa Peatland III Specifics on Flora 1 Drained Peatland Forests POINT 4 Kloostrimetsa Peatland IV Wild Birds Restoration of Bogs POINT 5 Kloostrimetsa Peatland V Specifics on Flora 2 Protection of Mires POINT 6 Kloostrimetsa Peatland VI Mammals 1 Pirita River Valley POINT 7 Kloostrimetsa Peatland VII Mammals 2 Source materials The former Kloostrimetsa bog with an area of approximately 20 ha is located in the Pirita River Valley Landscape Reserve. Today, the bog has been extensively damaged by human activity and has grown into a bilberry-pine drained peatland forest. The length of the Kloostrimetsa peatland study trail is 2.5 km and it passes 7 sites equipped with notice boards. Estonian Mires 1 Estonia has around 1 million hectares of mires peatlands cover over 22% of Estonian territory. There are 143 expansive mires and mire systems, each with an area larger than 1000 ha. The largest mire systems are Puhatu, Soomaa, Endla, Emajõe- Suursoo and Alam-Pedja. Mires are divided into three main types according to water regime and vegetation: fens, transition mires and bogs.
    [Show full text]
  • Tallinn Estonia
    070201/ENV/2014/691401/SFRA/A2 1 Capital factsheet on separate collection Note: This ‘Capital factsheet’ has been prepared within the EC study “Assessment of separate collection schemes in the 28 capitals of the EU”. The document represents the status-quo of the EU Member States capitals in May2015. The information included in this document has been elaborated for all 28 EU-capitals based on expert interviews with various stakeholders on capital level, e.g. capital administrations, waste management operators, associations etc. as well as further publically available reports, statistics and websites. All information is cited in the factsheet and a complete list of information sources including the interviews held can be found at the end of this document. Tallinn Estonia SUMMARY: In Tallinn, there are a number of waste management models for separate collection of waste operating in Tallinn run by the municipality and private actors. Tallinn collects around 53% of the municipal waste separately, accounting for separately collected municipal and packaging waste. Almost 100% of households are covered with door-to-door separate collection of paper and bio-waste and a co-mingled door-to-door collection of mixed packaging materials 1 Capital general data City population (inhabitants) 419 830 inhabitants (as of 1 January 2013) City area (km2) 159.35 km2 City density (persons/km2) 2 635 persons/ km2 City climate (mediterranean, continental, oceanic, Continental nordic; relevant for bio-waste collection) 2. Capital waste data Total (municipal) waste generation (t in indicated year) 202 011 t in 2012 [1] Total (municipal) waste generation (kg/cap) 481.17 kg/cap Total separate collection (kg/cap) & (% of generation) 256.97 kg/cap : 53% of generation (accounting for separately collected municipal and packaging waste) Percentage breakdown of total collection for separate 40% paper and cardboard [1] collection by fraction 21% glass [1] 10% plastic [1] 5% metal [1] 14% bio-waste [1] 10% other [1] 3.
    [Show full text]
  • Looduslik Ja Antropogeenne Morfodünaamika Eesti Rannikumere
    THESIS ON CIVIL ENGINEERING F22 Lithohydrodynamic processes in the Tallinn Bay area ANDRES KASK TUT PRESS TALLINN UNIVERSITY OF TECHNOLOGY Faculty of Civil Engineering Department of Mechanics The dissertation was accepted for the defence of the degree of Doctor of Philosophy on June 28, 2009 Supervisor: Prof. Tarmo Soomere Department of Mechanics and Institute of Cybernetics Tallinn University of Technology, Estonia Opponents: Prof. Dr. Jan Harff Foundation for Polish Science Fellow, Institute of Marine Sciences University of Szczecin, Poland Prof. Dr. Anto Raukas Leading research scientist, Institute of Geology Tallinn University of Technology, Member of Estonian Academy of Sciences Defence of the thesis: August 21, 2009, Institute of Cybernetics at Tallinn University of Technology, Akadeemia tee 21, 12618 Tallinn, Estonia Declaration: Hereby I declare that this doctoral thesis, my original investigation and achievement, submitted for the doctoral degree at Tallinn University of Technology has not been submitted for any academic degree. Andres Kask Copyright: Andres Kask, 2009 ISSN 1406-4766 ISBN 978-9985-59-923-5 3 EHITUS F22 Litohüdrodünaamilised protsessid Tallinna lahe piirkonnas ANDRES KASK TUT PRESS 4 Contents List of tables .............................................................................................................. 7 List of figures ............................................................................................................ 7 Introduction ..............................................................................................................
    [Show full text]